• 제목/요약/키워드: Ground Surface

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Marine Analysis of WIG (Wing in Ground) and High Speed Catamaran

  • Kwag, Seung-Hyun
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2000년도 Proceeding of CIN-KIN Joint Symposium 2000 on M.E.T. Under STCW 78/95 and SINO-KOREA MARITIME CONTACT IN MID-CENTURIES
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    • pp.107-114
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    • 2000
  • Marine analysis was made to investigate the hydrodynamic effects of a Wing in Ground (WIG) by means of finite difference techniques. The air flow field around WIG is analyzed by the Marker & Cell (MAC) based method, and the interaction between WIG and the free surface are studied by showing pressure distributions above the free surface. In the latter part, computations are extended to make clear the flow characteristics of a high speed catamaran in the rang of Froude numbers 0.2 to 1.0 with a separation to length ratios of 0.2, 0.3 and 0.5. The Navier-Stokes solver is invoked in which the nonlinear free-surface boundary condition is applied. For the validation, computational results are compared with the experiments.

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연약지반 표층안정처리를 위한 고화재의 최적조합 산정에 관한 실험적 연구 (An Experimental Study on Optimal Mixture Ratio of Hardening Agent for Surface Soil Stabilization)

  • 천병식;김진춘;최현석
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2000년도 가을 학술발표회 논문집
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    • pp.17-24
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    • 2000
  • Hardening agent has been the traditional material for surface soil stabilization of soft ground. This study aims at determining optimal mixture ratio of hardening agent in accordance with the required design specifications. Hardening agent is properly mixtured with Fly ash, Gypsum, Slag and Cement for the ettringite hydrates which is effective for early stabilization of unconsolidated soil. The treated soil is the clay which are widely found here and there in Korea. In this study, preliminary tests were performed to get optimal mixture ratio of stabilizer ingredient, and marine clay in Jin-Hae was used to get physical and chemical properties. Laboratory tests of 50 stabilized soil were peformed to get optimal mixture ratio for 16 stabilizer material of 6 type, and stabilizer mixing was determined.

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해성점성토의 표층안정처리 공법에 관한 연구 (A Study on the Surface Soil Stabilization Method on Marine Clay)

  • 천병식;한기열
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2000년도 추계학술대회 논문집
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    • pp.129-134
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    • 2000
  • Hardening agent has been the traditional material for surface soil stabilization a sat ground This study aims at determining optimal mixture ratio of hardening agent in accordance with the required design specificutions. Hardening agent is properly mixed with Fly ash, Gyosum, Slag and Cement for the etmmngite hydrates which is dective for early stabilization of unconsoliokrred soil. \ulcornerhe treated soil is the clay tint is widely found here and there in Koresz In this study, preliminary tests were performed to get optirml mixture ratio of stabilizer ingredient, and mrvine clay in Jin-Hae was used to get physid and Md properties. Labomtory tests of 50 stabilized soil were performed to get optimal mixture mtio for 16-stabilizer merial a 6 types, a d stabilizer mixing was determined

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프레임 슬래브 공법을 적용한 천층터널의 시공법 연구 (A Case Study on the Shallow Overburden Tunnelling with a Frame Slab Method)

  • 정명근;박치면;이호;김승렬
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2001년도 봄 학술발표회 논문집
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    • pp.113-120
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    • 2001
  • A frame slab method has been proved as a possible and profitable construction solution for the urban tunnels with very shallow overburden and the excavation from the surface Is strictly limited. Since this method allows only a small amount of construction activities in the ground surface, the disturbances to the public and the surface traffic can be drastically reduced compared with the ordinary cut-and-cover method. The construction sequences of the method and the some of critical cautions needed are described in detail. Also a comprehensive numerical analysis including 2-D and 3-D analysis have been performed to verify the stability of the ground during the construction. It is revealed from this study that the frame slab method can be a quite successful solution for the shallow overburden tunnelling in urban area.

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Evaluation of the Combat Aircraft Susceptibility Against Surface-Based Threat Using the Weighted Score Algorithm

  • Kim, Joo-Young;Kim, Jin-Young;Lee, Kyung-Tae
    • International Journal of Aeronautical and Space Sciences
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    • 제12권4호
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    • pp.396-402
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    • 2011
  • Aircraft combat survivability is an essential factor in the design of combat aircrafts that operate in an enemy air defense area. The combat aircrafts will be confronted with anti-aircraft artillery and/or surface-to-air missiles (SAM) from the ground, and their survivability can be divided into two categories: susceptibility and vulnerability. This article studies the prediction of susceptibility in the case of a one-on-one engagement between the combat aircraft and a surface-based threat. The weighted score method is suggested for the prediction of susceptibility parameters, and Monte Carlo simulations are carried out to draw qualitative interpretation of the susceptibility characteristics of combat aircraft systems, such as the F-16 C/D, and the hypersonic aircraft, which is under development in the United States, versus ground threat from the SAM SA-10.

구형 유체 저장 Tank의 Rocking응답 (The Rocking Response of Rectangular Fluid Storage Tank)

  • 김재관
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 1997년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Fall 1997
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    • pp.107-114
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    • 1997
  • A dynamic fluid-structure-soil interaction analysis method is developed to investigate the effects of rocking motion on the seismic response of the 3-D flexible rectangular liquid storage tanks founded on the deformable ground. The governing equation of 3-D rectangular tanks subjected to the translational and rocking motions is obtained by Rayleigh-Ritz method. The dynamic stiffness matrix of the rigid surface foundation resting on the surface of a stratum are calculated by hyperelement method. The seismic responses of a 3-D flexible tank model founded on the deformable ground is calculated by combining the governing equation of the structural motion with the dynamic stiffness matrix of the rigid surface foundation.

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MICROTHERMAL INSTRUMENT FOR MEASURING SURFACE LAYER SEEING

  • Li, Xue-Bao;Zheng, Yan-Fang;Deng, Lin Hua;Xu, Guang
    • 천문학회지
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    • 제45권1호
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    • pp.19-24
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    • 2012
  • Microthermal fluctuations are introduced by atmospheric turbulence very near the ground. In order to detect microthermal fluctuations at Fuxian Solar Observatory (FSO), a microthermal instrument has been developed. The microthermal instrument consists of a microthermal sensor, which is based on a Wheatstone bridge circuit and uses fine tungsten filaments as resistance temperature detectors, an associated signal processing unit, and a data collection, & communication subsystem. In this paper, after a brief introduction to surface layer seeing, we discuss the instrumentation behind the microthermal detector we have developed and then present the results obtained. The results of the evaluation indicate that the effect of the turbulent surface boundary layer to astronomical seeing would become sufficiently small when installing a telescope at a height of 16m or higher from the ground at FSO.

Reliability assessment of EPB tunnel-related settlement

  • Goh, Anthony T.C.;Hefney, A.M.
    • Geomechanics and Engineering
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    • 제2권1호
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    • pp.57-69
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    • 2010
  • A major consideration in the design of tunnels in urban areas is the prediction of the ground movements and surface settlements associated with the tunneling operations. Excessive ground movements can damage adjacent building and utilities. In this paper, a neural network model is used to predict the maximum surface settlement, based on instrumented results from three separate EPB tunneling projects in Singapore. This paper demonstrates that by coupling the trained neural network model to a spreadsheet optimization technique, the reliability assessment of the settlement serviceability limit state can be carried out using the first-order reliability method. With this method, it is possible to carry out sensitivity studies to examine the effect of the level of uncertainty of each parameter uncertainty on the probability that the serviceability limit state has been exceeded.

Enhancement in Isolation among Collinearly Placed Microstrip Patch Antenna Arrays

  • Irfan Ali, Tunio;Hernan, Dellamaggiora;Umair, Saeed;Ayaz Ahmed, Hoshu;Ghulam, Hussain
    • International Journal of Computer Science & Network Security
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    • 제23권1호
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    • pp.120-124
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    • 2023
  • Strong surface waves among collinearly arranged patch antenna arrays pose unwanted inter element coupling particularly when high permittivity dielectric materials are used. In order to avert those waves, a novel Defected Ground Structure (DGS) is carved out systematically between two E-plane patch antenna elements. The introduced low profile μ shaped structure consequently improves impedance bandwidth and reflection coefficient by suppressing surface waves considerably. Parametric simulation results are analyzed and discussed.

불규칙 삼각망을 이용한 골프장의 지표면적 산출에 관한 연구 (A Study on the Ground Surface Area Calculation of Golf Course using Triangulated Irregular Network)

  • 김상석;장용구;곽재하;김윤수
    • 한국지리정보학회지
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    • 제4권4호
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    • pp.61-71
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    • 2001
  • 오늘날 측량장비개발의 급속한 발전과 더불어 정밀도가 많이 향상되고 있고, 컴퓨터를 이용한 지형공간정보체계기술의 발달로 보다 정밀한 3차원 지형의 재현이 가능하게 되었다. 그런데 실제 현장에서 이루어지고 있는 면적 및 체적산출방법에 있어서는, 재래적인 측량방법인 평판측량을 통해서 지형을 만들어낸 후 구적기나 기타 다른 방법을 통해서 2차원 물량을 산출해 내고 거기에 일정량의 경사보정계수를 곱하여 3차원 물량을 산출하는 방법을 사용하고 있다. 본 연구에서는 재래적인 측량방법 및 물량산출방법에 대한 비효율성 및 비정밀성을 제시하고, 현대측량장비인 광파거리측량기와 GPS장비를 이용해서 불규칙삼각형방식과 격자형방식으로 측량을 실시하고, 두 측량데이터를 가지고 각각 방법에 따라 3차원 지형모델을 구축한 후 2차원 및 지표면적을 산출하였다. 그 후 재래적인 측량방법을 이용한 면적산출량을 기준으로 불규칙삼각형방식과 격자형방식으로 산출한 면적산출량을 비교 분석함으로써 보다 정밀하고 효율성이 높은 지표면적 산출방법을 제시하였다.

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